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Ten Napel
ISLANDWIDE I LAND SURVEYING 280 Main Street-Suite 1, Farmingdale,NY 11735 b Co� � December 10,2024 Town of Southold Trustees DEC 1 3 2o24 Town Hall Annex Building 54375 Rte.25 T own P.O.Box 1179 Southold Board of Trustees Southold,NY 11971 RE: 320 GLENN ROAD c/o ANNA M TEN NAPEL 320 GLENN ROAD-SOUTHOLD SCTM No.1000-078-02-21 WETLANDS PERMIT APPLICATION RESUBMISSION Dear Trustees: Per the comments received by the Town of Southold Trustees at the public hearing dated November 13, 2024, we hereby resubmit the application package with three(3)copies of the proposed site plans, architectural plans, and the revised project description. Based on the above,we respectfully request a Tidal Wetlands permit for the above referenced project. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at hailey@islandwideengineering.com. Very truly yours, Hailey Jackson Civil Site Engineer ENGINEERING& ISLANDWIDE I LAND SURVEYING 280 Main Street-Suite 1,Farmingdale, NY 11735 December 10,2024 RE: 320 GLENN ROAD c/o ANNA M TEN NAPEL 320 GLENN ROAD—SOUTHOLD,NY 11971 SCTM No.1000-078-02-21 PROJECT DESCRIPTION This project involves a proposed 422 square foot second story addition, a proposed 153 square foot deck addition, the removal of an existing paver and relocated stairs to the rear of the deck.A 15 foot wide non-turf buffer will be added landward of the tidal wetlands boundary,as well.The current conventional septic system will be upgraded to a new low-nitrogen I/A system. The septic design will consist of an infiltrator IM-1060 septic tank, a septi-tech STAAR 0.5 I/A system with anti- buoyancy kit,and 52LF of 12" Infiltrator Quick 4 Plus Standard,which will be installed in front of the house.We will relocate the existing tree near the driveway but will preserve all other trees on the property.Additionally,a silt fence will be installed around the site to ensure proper erosion control until the area is fully stabilized. DEC 1 3 2024 Southold Town Board of Trustees NOTES: DWELLING DWELLING SANI DESIGN CALCULATIONS z 1. ALL PROPOSED SANITARY LINES TO BE 4'0 SUR35 PVC PIPE PUBLIC WATER I PUBLIC WATER 1' UNLESS SPECIFIED OTHERWISE SECTION 78.00-13LOCK 01.00-TAX LOT 015.000 W SECTION 78.00-BLOCK 02.00-TAX LOT 009.000 TANK CALCULATIONS: 2• NO DRYWELLS LOCATED WITH IN PROPERTY LINES — — — FLOW=110GAUDAY X 4 BEDS=440 GALIDAY 3. NO NEIGHBORING WELLS WITHIN 15OFT OF THE PROPOSED CAPACITY FOR STAAR 0.5=500 GAUDAY M SANITARY SYSTEM. O `� INFILTRATOR CALCULATIONS: \\ � 0000 EXISTING WATER 440 GALIDAY 12.83-(INFILTRATOR WIDTH)!3(GAUDAYISF)=51.83 LF � C SERVICES TO REMAIN 51.83 LF REQUIRED LJJ Z 10 V GLENlyy7 ROAD 50%EXPANSION 320 GLENN ROAD 52 LF PROVIDED(2 ROWS OF26LF) z = 0 - -V - -,y"—x"—�,�—W�—,v�—„�—•.—wd k,—w�—v+N- - TOWN OF SOUTHOLD LL_ W SUFFOLK COUNTY, NEW YORK 0 �o �4 UP PROPOSED26LFOFQUICK4 SCTM: 1000-078-02-21 BUOYANCY CALCULATIONS TREES�rRPLUS STANDARD INFILTRATORS WEIGHT OF STAAR.5 TANK=320 LBS EACH79.68' = 2' (PE 1'30" E 100.00' IGI(2X8XI..VXX0.67'X150)OF BUOYANCY KIT= 12LBS �(S { � z PROPOSED INFILTRATOR IM-1080 WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=2,059 LBS ^ C - WA1f L�8.74' TSEPTIC HROUGH KTO BE EHOUSENTED 2X8'X1.5'X0.78'X110 SEP 0.TECH STAAR __ _- 0i / ( ) 0.5 UA SYSTEM < --- ------; THROUGH THE HOUSE WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=10,478 LBS � w ----------------- (2 X B'X 1.&X 4.86 X 90) TE T HOLE 26'INFILTRATOR V MIN / 1}°PUMP BACK TOTAL=15.267 LBS z I o c F ELOCATE EE 26'INFILTRATOR 0'MI EXISTING OVERHEAD a e r__ PROPOSED I/A N� �I"L � ELECTRIC WIRES TO BUOYANCY FORCE ON SEPTIC 8 TREATMENT TANKASSUMING TANK IS EMPTY N ELECTRIC LINE.1 a TREFF 'jj` 9 > / REMAIN AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER tA I c t(vv'a E. 10.58'X 5.IV X 1.4F X 62A=4,959 LBS s x W N ¢ I TREE � O O O s _ SITE PLAN PROPOSED VENT 2'MIN.Wl 1 O Oj 15267 LBS SEPTIC TANK>4,959(3 08 FACTOR) 8 CHARCOAL FILTER MIN.Y Z I FROM DOORS fWINDOWS ti PROPOSE IIAAIRUNE 0 rJ 30 �f aoou y� OPEN FORcH - _ EXIST.GRD=8.4(SC GIs MAPPING) RA PROPOSED ILA FENCE +� Y�220 1S _ CONTROL PANEL {;k420 0.M.0' MIXED SAND AND LOAM �-'S��SF --=� � N/O/F l/ EXISTING 1 STORY DWELLING > N/O/FHIGHEST o 3 ED IRENE KOSEL F k�J� 7 (4 BED '�,o JEFFERY BLUM ¢ 3.0'S.0' BROWN CLAYEY SAND SC GROUNDWATER 3.6 1ST FL=1448.9 SF - M TER STREET AK GROUNDWATER3N 60 WATER STREET APT. 311 WATER GROUNDWATER3A' BROOKLYN, NY 11201 CHIMNEY FF.ELEV.12.19' Zq o BORING BY:MCDONALD GEOSERVICES a ROOF ��/ DOVER ECK DECK /// PROPOSED153SF w FRAME DECK TAKEN ON:0603I1024AT2:OOPM PROPOSED 422 SF (�r* LLJ 2ND STORY ADDITION DECK ADDITION WELL#K COUNTY WELL DATA I_ a�i, � I, ,p� it WATER IN PALE BROWN WELL>I S-18760.1 fn I 5.0'-13.0' SP o FINE SAND HIGHEST G,W.EL=6.36'327I07NGUD29=5A3'NAVD88 o ' lPIGROUND POOL G.W.EL.CLOSEST TO TEST BORE=5.18'(12I27124NAVD88) REMOVE N DIFFERENCE IN ELEVATION=025' I EXISTING o G.W.EL TEST BORE=3.4'(6024-NAVD88) PAVER - __- - - o ESTIMATED HIGH G.W.EL=3.65'(NAVD86) REMOVE + x TEST HOLE DATA I EXISTING w STAIRS C.P. ABANDON EXISTING 3 N ----- L c--_—-- _�— N.T.S Z W SANITARY 0o o II `�l I�' `�• o PROPOSED DECK STAIRS o a. 16 LOT COVERAGE < PROPOSED SILT c4 o - ro g DEC 1 3 2024 Z m DESCRIPTION AREA PERCENTAGE w of FENCE Z LL Y-1 q y o S 21,557 SF I 3 cv O cFi m o TOTAL LOT AREA k $ 7Y TOTAL OT A EA= COD N :�Ui.11 +�: :0•bVpgy ADJACENT AREA(UPLAND) 17,716SF 100% m 21, 57 FT. ' o w I VEGETATED WETLANDS AS IDENTIFIED BY JOHN n - ? ¢ m - O HEIDECI�R,L.S.ON AUGUST 15,2019 �`^. POai-d 0! �.'LisleeS �v MAX ALLOWABLE COVERAGE 3,5432 SF 20% a CD 9 98- CRES PROJECT - ----- - ---- Q EXISTING COVERAGE r- "' ` ` PROPOSED IS WIDE LOCATION Z N NON-TURF BUFFER w EXISTING 1 STORY DWELLING 1,984 SF 112% ``` ON V L ATI MAP EXISTING DECK 243 SF 1.37% rn Z EXISTING FRONT PORCH&STAIRS 123 SF 0.69% SCw•'/ f -F='"- - ,- -'( F"'+ �•�� f.•.-.� L•.•. .��; , ' '- . ..•- - EXISTINGPAVERWALK 56SF 0.32% 'r EDGE OF PHRAG EXISTING DRIVEWAY 913SF 5.15% - ''* WIRE FEN E - t _ - _ r_•., t,.• -4' F EXISTING DECK STAIRS 11SF 0.06% * - 2 - - _ - - -- j_ _ - ❑ tit -- 1+ - __- ti- �i'ti.. - .f•. Q J` ' -— - GLEN' -] d _ O .N TOTAL EXISTING COVERAGE 3,330 SF 18.79% — f-'• •' ' '•� ' . '••',Y' 'I �^� r'� �p �' -. � •.� O PROPOSED COVERAGE ---__ _ " v � - — — ���� M.HAU— - I: ._`= f :'--- --� `= .•::., z6o� . " PROPOSED2STORYDWEWNG 1,984SF 11.2% — — �.1.LW, '` - - - - - : - W LL -M.L.W.� 1 -- �''�-"GLE1Ya,M Rp �Y U PROPOSED DECK 397 SF 224°� EL-0 (. -- - ` '•� c-_•- _ - — — .- .. - - - - J L W Ur ZOO LL 624540" _ _ o o EXISTING FRONT PORCH&STAIRS 123 SF 0.69% �� — — EL=O' v - - M v�o 100,22 EXISTING PAVER WALK 56 SF 0.32% EXISTING DRIVEWAY 913 SF 5.15% PROPOSED DE CKSTAIRS 24SF 0.14% CANAL L NOTE: I 04 TOTAL PROPOSED COVERAGE 3,497SF 19.741A ANY TREES REMOVED AS PART OF THISLL WORK SHALL BE REPLACED AT A l FOR 1 L 0 _ — WITH MIN 2"CALIPER NATIVE TREE w :�� co z NYLON STRAP 11 MINIMRAnNG C") AIR INTAKE ELECTRICAL �O Lij LOW LEVEL 00 FLOATSWITCH U O UTLET CONTROL mow) z 4°INLET l Go °O POWER HIGH LEVEL 115 VAC FLOAT SWITCH IL =O i 15 AMP (YELLOW) O 10 6 4 2 STAAR DISCHARGE' CPUMP CONTROL PANEL ` 18° 18° PUMP (CLEAR) ? POWER RETURN PUMP * L�C�\vS z in 115 VAC 115 VAC 7 (BLACK) rn 5 (2).CONCRETE DEADMAN 18'W X 8'H X 8'L RECIRCULATE PUMP WITH(2)-#4 REBAR CONTINUOUS EA.TANK 1(RED) VAC °z N (STAAR,5) (R s INFILTRATOR TANK ANTI-BUOYANCY DETAIL a SINGLE LINE WIRING DIAGRAM 1 2 N.T.S 2 N.T.S 11 2 12'PLASTIC RISER AND LID 10 10 MEDIA BAGS(LARGE) 6 s 9 1 INLET PIPE 20. 7 i RECIRCULATION PUMP �a�m 2 wm 6 1 SPRAY HEADER ASSEMBLY Hj aaacyl '3¢ 5 1 PUMP BACK PUMP ASSEMBLY 4 1 SPRAY HEADER SUPPORT STRUCTURE 3 1 SUPPORTSTRUCTURE 2 1 DISCHARGE PUMP ASSEMBLY EXIST.RES. 1 1 1000 GAL INFILTRATOR IM-1060 TANK F.F EL.1119' lef, GROUND ELEVATION 9.5 ITEM QTY. DESCRIPTION GROUND ELEVATION 8.50 2 TYPICAL STAAR 0.5 TREATMENT TANK DETAIL TO GRADE GROUND ELEVATION 8.40 DISTAL HEAD HEIGHT 30- �� Q �-13.2' W 2 N.T.S INV.EL.7.30 2 12'MIN.GOVER TOP EL6.9 IM1060 STAAR0.5 22.4'(PRESSURIZED) ❑ INV.EL.7.0 NV.EL.6.75 INFILTRATOR SEPTIC TANK INV.EL.6.70 TREATMENT TANK NV.EL 6.45 2 ROWS-26'LONG BOT EL5. B (BUOYANCY KIT PRESSURIZED 9 INV.EL.6.32 REQUIRED) (BUOYANCY KIT REQUIRED) z [V A A' u Op O -HIGHEST EXPECTED _ V O O -GROUNDWATER EL 3.65' z a BOTTOM ELEV.3.08 j o CC Ix p O BOTTOM ElEV,22 LU °z O O z c� W5 y Z s SANITARY SYSTEM PROFILE 2 N.T.S w s o 12T EXTERIOR LENGTH Wi TOP VIEW PROVIDE SECONDARY ESTABLISH VEGETATIVE COVER AND 102° TUF•TITE EF-4 GRADE TO DRAIN '� I j - I, SAFETY COVERS(TYP) FREEBOARD 4"EFFLUENT FILTER TOPSOIL (� 9 f_ L NATIVE BACKFILL INLET 16.51 AIR ^ SPA C OUTLET ••• Z f � � PER PER :r ,' 4 ;••� ,' DEC 1 .3 2024 a CODE CODE a w T COMP AR ENT ��� � T ~ T A 44I LIQUID - ------.-•- _ --- DEPTH COMPARTMENT �J:..i'.,i0::.. :bvvn N 0 02' 2'UNDISTURBED 36"TRENCH WIDTH %r, (� l I f_'�,(c @ S F WALL SOIL L_.. --------------- THICKNESS ❑ O DETAIL A NOTES: DETAIL B NOTES: 0 JO z a SECTION A-A' 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN _z SHOWN 2. INSULATE BOX AS NECESSARY j m NOTES: 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP Z O O co 1. ALL DRAWING DIMENSIONS IN INCHES[MILLIMETERS]OR AS NOTED. AT 60'CLOCKTO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN Z LL U)v~ 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH,FRENCH&SPANISH: 5. INSTALL 90°SWEEP FITTING OR 2-45°BENDS,NO ELBOWS J Oj w 'DANGER DO NOT ENTER POISON GASES.' PRESSURE PIPE DRILL HOLE (�z O m 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID CAPACITY,DATE OF �L c MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET. LOCATIONS ON END CAP a� l CD O Foo- 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL SEE INSTALLATION INSTRUCTIONS FOR GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN U) BACKFILLING WITH SELECT MATERIAL WILL BE REQUIRED. 5. MAXIMUM BURIAL DEPTH IS 48 in[1,219 mml. cry 2'X1}^REDUCER 6. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. ) 7. MAXIMUM VEHICLE LOAD IS 4,5004b[20W AXLE LOAD. Z�0�% 2"HEADER ii 911 8. TANK IS FOR NON-TRAFFIC APPLICATIONS. (TYP) N 9. AIRSPACE IS 16.5%. DETAIL A IL END CAP 10. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER INFILTRATOR CHAMBER 11, INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1(118.84NCH INTERIOR LENGTH 151.7-INCH INTERIOR WIDTH=2.3). 2'FROM OWTS it LL O 12. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT IS 39.7 in°. (ANY MODEL) LATERAL 13. BAFFLE WALL THICKNESS IS 0.31 in[8 mm), DETAIL B CN~ s INFILTRATOR IM-1060 SEPTIC TANK DETAIL 7 INFILTRATOR QUICK 4 PLUS STANDARD s HEADER DETAIL LLI N,,.V N.T.S 2 N.T.S 2 N.T.S 0 • 00 go g A. A A NORTH ELEVATION • WEST ELEVATION LJ � �U II I i I ICI I IIIIII II IIIII I II • f^ x 1y_ uuu -' ELEVATION • I�s IIssIISllllllsls� IIIiIIIIIIIIII 11ih�E�i�r,11 f — '� EAST • • • -7�IiC� C� F � WE I DEC 13 2024 Southoic Town. L-Board, of T rustees -JF-11-M EX.GARAGE ................................................. EXISTING FLOOR PLAN SCALE: 1/8" = V-011 Lu CL 10 Lu Lu DEC 1 2o24 t, zo u 1G : I.V,I 23'-6W EX.COVERED DEC 6'-0' I RE-BUILD/ENLARGE EX,DEN ai."TO MATCH HOUSE 11 FH EX.BEDROOM No.I EX.BATH EX,KITCHEN EX,DINING ROOM © _._. ...... 'I ..... ..... EX,HALL OPEID CEIUNG cc ... UNDER STAIR EX,LIVING ROOM EX.GARAGE EX,ENTRY EX.BEDROOM No.21 EX.BEDROOM No.3 ................. ......................... _—___r-___-------------- ------ EX.PORCH SLOPOCEIUNr PROPOSED 1ST. FLOOR PLAN SCALE: 1/8" = V-011 ------------ DEC 1 3 2024 (3;� ,IIII IIII 1 1 IIII IIII i IIII IIII I i IIII a IIII IIII 1 i IIII I--------------------------------------------------- �1� _.-___vn i IIII 1 IIII a V�.>L:�I ri'I�-� �QS'V{f Boa;-d of Trustees .--- 1 IIII IIII 1 I IIII i IIII. i IIII IIII 1 IIII IIII 1 IIII IIII I a IIII IIII i a IIII IIII I a IIII IIII, a IIII � IIII a 1 IIII IIII I 3 lll/ JIII.a i IIII ini I a IIII Illi a IIII ! IIII a i IIII IIII a a IIII 1 IIII 1 a IIII IIII 1 ,IIII 1 I111 IIII 1 ,IIII IIII i EGRESS r nu ml< a ull ' Iln - - acsasa-aaac,:�.raaap a IIII IIII ^-^"^""^•'�a.a-��. uu uu � u ml IIII IIII 1 Im r nu � iw Y 14 I1§ 1 111 ` 161-211 I = i'111 IIII a 111 , 6.Y D•J IIII I"' I IIII 1 3'a IIII _ x 't - ®^c -- ----- ia _-_-__ 4. _--_ _ y_- = w__- - « a.c .__..... ------------- BEDROOM _ :`'-a:3laMcgY°Y3Yg;1a1i:-3t:'P9§8YF1l1`1®a.,.=r_-��.- _=e .... .�sxe m-.mm... a `•bbcP y-o o-.-ay�J!p°¢�a^.%5y/e8 aaa- ..�}4Y/F�Fpit wSa:f4esoe/a w.�.a m.44Y9 alHad r=m-.0l 2.p4af a,°§ -4 et99!!YiP�orsfY Ctl4➢aelffaxeAPa ma ..�.aeia,1i�•-r.•.._-_---_,nn�Im.s,•,° 4'-Oa. .....,........ ...... .... .... - w -_._._--- aYxeiffe LOFT --------- a1I9iiet. Ial!1,e�mes�FjCabS4as:;� a, e pyc a /t I c I _ja .-a.P ------ -..........a ........ o- it ay to I N I '----------' a/- erraa- ---------- oa I y I sm u---w---a----------. r- /a M i a -/ iee a9s nftn at Ym a9 16 ar.wr�t-c^'•�� E 'a�wmw-eil alit ya e/ -- y P a u 4 2'-4° 'l+ �•:a w as e i a 8 ;„: ... - .011A %2'0!/c° N at 11 iY tY 1 _ V 94a tit •! �m 41 ,___' _..__� I � 0 BATH zr as - r 50 a SHO ERd)---------- e �o a ri r e a ----___-_R.............. - ---`m_---`!Y' "- e_----------- - - -------- aDf et _ _ - .a a_«• a T-0'/e"%T-Otte„ a e g ae t Y t l! eam = I 4 i 1 O O 1_ 11 1 I w 7aw_- .. . --.a --`P.A.-------Affi9Y::^_'�9^__.......-.......294:'.-'Yv------ - ----- i a Y a I ty a a 1 la +^ e& P PROPOSED 2ND FLOOR _: _--- . - =--- _- - - - - -- --- - - - - SCALE: 3/16" = 1'-0" ---_-_- Glenn Goldsmith,Am muent �o��OfFO[/(coG$ Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 CO Eric Sepenoski P.O.Box 1179 Liz Gillooly �y ® o�� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:Novm ( ,WCompleted infield by: Elt-t"fA P",Dp W Islandwide Engineering & Land Surveying on behalf of ANNA M. TEN NAPEL requests a Wetland Permit to construct a 9'x17' one-story addition onto the seaward side of the existing one-story dwelling with attached garage; remove existing paver pad and deck stairs, and relocate stairs on existing seaward ±13'6" x ±18' deck; abandon existing septic system and install a new I/A OWTS system landward of the dwelling; and remove one tree near the driveway. Located: 320 Glenn Road, Southold. SCTM# 1000-78-2- 21 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: aid oh is S a Diu hKe 15`o`'v u Present Were: _ZG. G Idsmith ✓N. Kru ski E. Sepenoski =L. Gillooly �E. Peeples NOTES: SANI DESIGN CALCULATIONS z i UNLESS SPECIFIED OTHERWISE SANITARY S TO BE 4'ID SDR35 PVC PIPE SECnpN 78 pp_�LpCK "^'�R ) TANK CALCULATIONS; 3, NoDRYWELLS ILOCATNG WITH IN HINPROPERTYLINES 5OFT OF THE POSED _�` 01-00-TAX LOT p15 CA ACITY FOR FLOW=1 OSTAAR0.6DS 00GALIDAY `�� y M SANITARY SYSTEM. �� ODD ray �O °'•W INFILTRATOR CALCULATIONS: \ 00 SECnO pU 10 440GALIDAY12.83'(INFILTRATORWIDTH)13(GAUDAY/SF)=51.83LF c '� � I.ny N > BLIC 1N 5U3 LF REQUIRED w Z �i9 y U O G T 7�r 8 -BLOCK pz op 52 LF PROVIDED(2 ROWS OF 26 LF) z � �y d�1��T L7O` AX LOr � O W vrW-� 0D9.Opp �O � �� 5°% EXiSTINGWgR .._�,__,_. 1.4 BUOYANCY CALCULATIONS ��,�, Q EXpANS10N SERVICES TO REMAIN _ L -'�-•- 7Q �Rl '9"""--mr �`�-� WEIGHT OF �"�� WEIGHT OF BUOYANCY KIT=2,412 LBS `l S Q�,SEPTI- - '� (2X8X1.5X0.6TX150) 1 `\C�\ z �pH STARR to° `�. WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=Z059 LBS �f ' QSUASYSTEM )_ 5 G6',j�`3()- TREE � 2, UP, _-"��-� (2X8'X1.FX0.78'X110) PROPOSED 28 LF OF � ' WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=10,476 LBS �"—� l INFILTRATORS (2XVX1.6X4.85'X90) RS QUICK4 PLUS STANDARD TOTAL=15,267 LEIS u o TE37NOLE �___ PROPOSED E PROPOSED- �DN%�r REMOVE�'IEB 26•INFlLTRgTpR ' 74 TO BEDI"FILTRATORIM-1SEPTIC BUOYANCY ANDGROUNDWATER IUPTOHGHENTEXPECTED ASSUMING TANK ISEREMPTY N E.';� O'ryq VENTED T)iR 060SEP _ A 28'INFILTRgTO �GHTHE nCTANK PROPRSEOVENT ' R 0`h8 1}'PUMPBq HOUSE 10.58'X 5.18'X 1.45'X 62A=4,959 LBS - � CHAR 2 MIN.Wl I !THE Li F 2 w COAL FILTER MIN.3' I 1L mJ DOSTING 0 15,267 LBS SEPTIC TANK 4,959(3.08 FACTOR) g o=Fl20Mp00RS/WINDOWS 1 co;NtI�' O O O� O ' ELECTRICWI�pREMq (,tip ;,V_= 'MIN- i 7REE z I" LOT COVERAGE Q o�3m w� p2. A` R ,. ' cb DESCRIPTION AREA PERCENTAGE EXIST.GRD=6.4(8C GIB MAPPING) #220 Ir ExISnNG �Q.&II aogcH ' ^ PROPOSED' �v TOTAL LOT AREA 21,557SF �d Ik�1`1/O/r / I/1STGAR4GE T� // 0. BAAIRUNE ,� m 0.0•3.0 MIXED SAND AND LOAM F-y `AE KOSc`-L,a Fl-=$15.4SF �•' ADJACENT AREA(UPLAND) 12,220SF 100% o rW- 'If S //'; �a HIGHEST EXPECTED EV,=8.73, EKIS77NGIS 7ROLPANEL� F-tNCE ?/� MAX.ALLOWABLECOVERAGE 2A44SF 2D%, 3.0'3.D BROWNCIAYEYSAND SC FEEL EDUA RAIL ', i GROUNDWATER9.fi5' �" ' Ch'IMNEy (4BED)DWELLING EXISTING COVERAGE WATER GROUNDWATER3.4' z +1 ISTFl-_1448DEN .9SF "#420 0 �� / FF,ELEV=1219 14 n J�FER y BL EXISTING 1 STORY DWELLING 1,984 BF 162% wa BORING BY:MCDONALD GEOSERVICES a I �EO VATLr S f<OyAK EXISTING STRUCTURES TAKEN ON:06103/2024 AT 2.00PM W PROPOSED I STORY r i r ' DECK -y 1� BROOKI_ t yr17z07 37 j WATER IN PALE BROWN WELL#S76780.TY WELL DATA ADDITION •S�' PROPOSED ROPOS DECK 243SF 2.0% 5.0'-13.0' FINE SAND SP 17,p�"" �`�gIRS %' HIGHEST G.W.EL=6.38'(3127f07 NGVD29)=5.43'(NAVD68) REMOVED "1-C-�111 PORCH 114SF 1.0% G.W.EL CLOSEST TO TEST BORE=5.18'(12/27124NAVD88) EXISTING - _ DIFFERENCE IN ELEVATION=0.26 PAVER w PAVER WALK 56 SF 0.2% G.W.EL TEST BORE=3.4'(613124-NAVD88) } ESTIMATED HIGH G.W.EL=3.65(NAVD88) REMOVED _ _ TOTAL LOT AREA` o TOTAL EXISTING COVERAGE 2,397SF 19d% , TEST HOLE DATA EXISTING D495ORQ F7 N PROPOSED COVERAGE 7 N.T.S u o STAIRS c; C,p• ABANDON$ACRES o~ EXISTING STRUCTURES 413 SF 3.4% &> LU SANITARY x W i 0 ARY r¢ PROPOSED 1 STORY ADDITION 153 SF 1.3% UZ U ` o TOTAL PROPOSED COVERAGE 566SF 4.7% wLL g y ? ry l Y w 320 GLENN ROAD y Z w -lie PROPOSED m m R o I EDsrLr o FENCE I TOWN OF SOUTHOLD � o H z o 3 0 ao o I SUFFOLK COUNTY, NEW YORK , C Z SCTM: 1000-078-02-21 Q W m co I VEGETATED $ PROJECT z j F � HIE -ON AUGUST is,p gDBYJOHN ti LOCATION L•� j N Z U LOCATION MAP SEP 1 1 2024 S.MEPMU 0'R`-.-'-°--^— `/) Southolo Town �—^+ •' �' ' f Board of Trustees ED P}I a _ _ j -L--r'• N _ ' r•}.Cf'. '�.�'R.^Cy1: S L� _ :I - l //f7 ,+, F 00 WI R E 7 .Y ---„""---�...,._,."- Z0 O m co SITE PLAN 6 D _ _ ,�.h.�1 • = f`"` 7 - 4 _j Z o W o ��5'�D=� -M.L.W. "` '^'^�.� , 1 - �� _ �LL 15 30 M.t.ay. �i+,_ cn )DD22' IL NIX F- -� F+ W S. W „� z NYLON STRAP 11 MINIMUM RATING(TYP) AIR INTAKE ELECTRICAL �O � J� � LOW LEVEL 00 FLOAT SWITCH S = ��iD 2 U O 9 (WHITE) Z _ �-y 2'OUTL CONTROL 0 4'INLET POWER HIGH LEVEL [/1 115 VAC FLOAT SWITCH L- O W a 2 15AMP (YELLOW) Q 0 En 10 6 4 STAAR DISCHARGE PUMP C.ONTROLPANEL 5 VAC C- GF�+ 18' PUMP (CLEAR) 18• ;- �/ CC\vS Y- Q '7 } POWER RETURN PUMP S `* ��C` z v 7 3 v ^_�k' 115VAC 115VAC Tj "� 20AMP (BLACK) H T � 5 (2)-CONC�DEAIDMAMN 18°W X 8°�St �� RECIRCULATE PUMP WITH(2)-k4 REBAR CONTINUOUS EA.TANK 175 VAC (STAAR.5) (RED) 3 INFILTRATOR TANK ANTI-BUOYANCY DETAIL 4 SINGLE LINE WIRING DIAGRAM R. 1 11 2 1 IT PLASTIC RISER AND LID 2 N.T.S 2 N.T.S o w 10 10 MEDIA BAGS(LARGE) o 9 1 INLET PIPE z z m LLz 7 1 RECIRCULATION PUMP wh �m 6 1 SPRAY HEADER ASSEMBLY a o ci0� z 5 1 PUMP BACK PUMP ASSEMBLY 4 1 SPRAY HEADER SUPPORT STRUCTURE 3 1 SUPPORTSTRUCTURE 2 1 DISCHARGE PUMP ASSEMBLY EXIST.RES. 1 1 1000 GAL.INFILTRATOR IM-1060 TANK F.F EL 12.19'VCfOT,OGRADE GROUND ELEVATION 9.5 ITEM OTY. DESCRIPTION GROUND ELEVATION 8.50 2 TYPICAL STAAR 0.5 TREATMENT TANK DETAIL GROUNDELfVATI0N8.40 ry Z DISTAL HEAD HEIGHT 30' 2 N.T.S INV.EL.7.30 13.2 !� 2 W IM1060 STAAR 0.5 22.4'(PRESSURIZED) 12'MIN.COVER TOP EL8.9 0 SEPTIC TANK NV•EL6.75 TREATMENTTANK INV.EL.6.45 INFILTRATOR INV.EL.7.0 INV.EL 6.7 2 ROWS-26'LONG BOT ELS.9 g (BUOYANCY KfT PRESSURIZED INV EL 6.3 REQUIRED) (BUOYANCY KIT ) REQUIRED) z F N A HIGHEST EXPECTED O O V} O O o -GROUNDWATER EL.3.65' z W 0 o r o 0 o w BOTTOM ELEV.3.08 = &¢ 00 00 BOTTOM ELEV.22 w z uz s SANITARY SYSTEM PROFILE W gg 2 N.T.S W z gz 12T EXTERIOR LENGTH �z 5 PROVIDE SECONDARY TOP VIEW ESTABLISH VEGETATIVE COVER AND w �� 10,2^ TUF-TITS EF-0 GRADE TO DRAIN SAFETY COVERS(TYP) TOPSOIL FREEBOARD 4°EFFLUENT FILTER NATIVE BACKFILL z 16.5 oAIR �1 i3 INLET _ SP CE OUTLET PER p� F .�.. ; nS0uthoDldTbwn- CODE CODE . IE) COMPA ENTA 41. I LIQUIDDEPTH COMPARTMENTB WALL 2'UNDISTURBED 36'TRENCH WIDTH THICKNESS SOIL ODETAIL A NOTES: DETAIL B NOTES: Qo Z NSECTION AA' 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN O SHOWN 2. INSULATE BOX AS NECESSARY mNOTES: 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WIDHA MALE THREADED CAP Z O O m 7. ALL DRAWING DIMENSIONS M INCHES]MILLIMETERS]OR AS NOTED. AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN W LL Y U 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH,FRENCH&SPANISH: 5. INSTALL 90°SWEEP FITTING OR 2-45°BENDS,NO ELBOWS J O W 'DANGER DO NOT ENTER:POISON GASES.' PRESSURE PIPE DRILL HOLE z 3. TANK MARKINGS WILL INCLUDE:MANUFACTURER NAME,MODEL NUMBER,LIQUID CAPACITY,DATE OF LOCATIONS ON END CAP N O U o MANUFACTURE,MAXIMUM BURIAL DEPTH,INLET,AND OUTLET, 4. THE TANK MAY BE BACKFILLED WITH SUITABLE NATIVE SOIL SEE INSTALLATION INSTRUCTIONS FOR 4Gm tri GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN fm BACKFIW NG WITH SELECT MATERIAL WILL BE REQUIRED. 5. MAXIMUM BURIAL DEPTH 15481n[1,219 mm]. 2°X1}°REDUCER (fYP) 6. MINIMUM BURIAL DEPTH IS 6 in[152 mm]. 7. MAXIMUM VEHICLE LOAD IS4,500-Ib[2D•kN]AXLE LOAD. O 2°HEADER 8. TANK IS FOR NON-TRAFFICAPPLICATIONS. F 9 AIRSPACE IS 16.5% DETAI L A END CAP N I OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER. 11. INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1(118.84NCH INTERIOR LENGTH I51.7-INCH INTERIOR WIDTH=2.3). INFILTRATOR CHAMBER 2'FROM OWTS 1}• LL 12. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT IS 39.7 lnz. (ANY MODEL) LATERAL ^, O 13. BAFFLE WALL THICKNESS IS 0.31 In[8 mm]. ` v DETAIL B s INFILTRATOR IM-1060 SEPTIC TANK DETAIL INFILTRATOR UICK 4 PLUS STANDARD a HEADER DETAIL Lu w .. 2 NTS = 2 N.T.S 2 N.T.S U) QUnauthorized alteration or Q addition to this survey 9 a violation of section 7209, I subdivision 2, of the New York O M 0 State Education Law. Copies of rY,.. W this survey map not bearing the land surveyors inked or Z Z embossed seal shall not be HEIDECKER LAND SURVEYING considered to be a valid copy. .� IL � 0 Who I 3 OLENN ROAD (50' WISE TOWN ROAID) 0 UTILITY POLE o POINT OF BEGINNIN 1" PIPE FOUND a66*331'�3 E 100.00' ✓ N F3/4" PIPE FOUND 0000 N 06 �- bi j C `V o AREA= N 21,557 SQ. FT. Of a- OR I Q 0.495 ACRES I1 5.5' CONCRETE AVER WALK // OPEN PORCH 14.3 / / GARAGE / / / / / / / / / 320 1 #220 STORY #420 RESIDENCE HIMNEY i 14.5' / 15.3' / / o / O O J DECK N O IW F N O O NO Y F_ Y J O X Z —1 Z Q O X DISTRICT 1000—SECTION 078.00 I___ Y Q BLOCK 02.00—TAX LO- 021.000 0 � NOTES O N/F AN N A M. TEN N AP EL N CO � HEIDECKER O 1.BY FIELD WORK ER AUGUST,LAND SURVEYING, PLLC AND ALL Ln F-- O MEASUREMENTS WERE TAKEN ON THE GROUND. 000 LIBER 12984-PAGE 122 ,�, i O Q M J w FILED MAP N0. 3845—LOT 5 w U w O 00 2• PROPERTY LINES, BEARINGS, & NORTH ARROW ARE BASED UPON DEED FILED WITH THE J LLJ � S22FOLK COUNTY CLERK IN LIBER 12984-PAGE O 0 < 00 w m J U d I� o' 1 O 3. INDICATED UNDERGROUND UTILITIES ARE pD Q I I O � O z SHOWN FROM SURFACE EVIDENCE AND AVAILABLE O O C O 00 --J N LOCATIONS RE APPROXIMATE ANEXISTING MARK-OUTS. D ADLLINE 0 O ~ N z m UNDERGROUND UTILITIES ARE NOT SHOWN. PRIOR z N Q TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE HAVE ALL < I OZ m p UTI ITYLOCATIONS I T MARKED ON 811 THE AND GROUND. w CONCRETE p LiJ J 4. THE BUILDING TIES SHOWN ARE BASED UPON O m � U � THE SIDING OF THE STRUCTURE. —1 X LL_ F= Z J O (w LLJ 5. THIS IS NOT A TITLE SURVEY AND IS SUBJECT wTO Lv w TIITLENREPORT MAY REVEAL. FULL AND CURRENT N U1 O w 6. ELEVATIONS SHOWN REFERENCE MEAN LOW O ~ z WATER (MLW) VERTICAL DATUM. oz o w � fDGe OF ry LFc 0 C/1 Z � F� � wl 90 ti 0 00 WIRExFENCE N MEAN HIGH TIDE N LINE ,2.76' Z O �...,_ 2.62' 2.47' EDGE OF WATER ' ���. 00 -0.33' EDGE OF WATER N— -D.41' -0.39' -0.29' MEAN HIGH-0 591 N .�� TIDE UNE Cl) -0.45' N 62'45'40" W -2.55' . -2.57' -2.60' 100.22' — M-2.94' . -2.99' , -2.77' r 0 V -3.35' -2.60'' #-3.54' CANAL > 3.49' -3.15'-3.40' -3.71' x58' . 3.19' -3.39 1 2024 x-3.75' OF NEW #-3.93' -3.83' -3.7s' Southold Town 0 `-3.54' Board of Trustees SURVEY PREPARED FOR: M. "` /�y=✓r DATE: 9 17 2019 A NNA TEN A PEL JOHN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: PROJ. NO. l%F do �� o� 42 CROWN STREET SEPTEMBER 17, 2019 BATHYMETRIC/BOUNDARY SURVEY 19HLS85 050� i yp� `� KINGSTON, NEW YORK 12401 11— r..,,, T --I— SHEET Nn LAND Sir DRAWN BY: B.M. #.34U ULLININ IcUeli 1 of 1 (8 idecke @heide CHK BY: J.H. TOWN OF SOUTHOLD CAD FILE: jheidecker�he ideckerls.com SCALE: 1"= 20' SUFFOLK COUNTY NEW YORK I 19HLS85FP.DWG • III ,� M�� yr. rY t^✓ � }I�' ��.r fir,"•`•x � '� _ ''All `tip., i•"r� �«r w-�'`��w�^ �W'�'^►,,,. �WI Xt 10. Md t, ^•. � �� .Ir yl'j�j� .� r �.. • ,may . . tr / r r 96. :%-YID A. �. Job. �. -.` �.�.. �n 'i• / �� \.. 's �` a air` ,u��y � '�', � •� Ot Tt- . �. iLAig- i d M'' i TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 11971 320 Glenn Rd SCTM No. 1000-78-2-21 rya 5 V vol, w r r 4 i 4 e f Oyy QN a �v 512012024 �. Photo 3- 320 Glenn Rd TowN OF • • . SUFFOLK COUNTY, 320 Glenn • . SCTM • 00• to i X y • • • TOWN GF SOUTHOLD SUFFOLK COUNTY, 320 Glenn Rd SCTM No. 000 New. r4 ..a lti�[y6• 11y, .4* $Sµp�wirr�..Y�r*�.�''ypZ S I.x n. '` � * F ' 1��.li' ��f�. � MYl• .'\w A ni 5 , n::4 •� ..! ',i:aaR!�M+w r+�e'+n.v'+.eM,•.+.lu::. i _... Sv; Y 1 I fy� .'t .\. 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COUNTY OF SUFFOLK Cc) N rxx u;� K ( ,w r•,. ,rot secnor+w J .. N — ,•• —_— • r. ro wrr W o�amr.a ww woan•u - s' g«ar 078 Al - rKJu m'lBtrvai u SFMFF.aBav F —_ 0 0 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex '"" P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) "' Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for ANNA M. TEN NAPEL SCTM# 1000-78-2-21 Islandwide Engineering & Land Surveying on behalf of ANNA M. TEN NAPEL requests a Wetland Permit to construct a 9'x17' one-story addition onto the seaward side of the existing one-story dwelling with attached garage; remove existing paver pad and deck stairs, and relocate stairs on existing seaward ±13'6" x ±18' deck; abandon existing septic system and install a new I/A OWTS system landward of the dwelling; and remove one tree near the driveway. Located: 320 Glenn Road, Southold. SCTM# 1000-78-2-21 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., November 6, 2024 the following recommendation was made: Moved by Shannon Wright, seconded by Carol Brown, it was RESOLVED to NOT SUPORT the application of ANNA M. TEN NAPEL to construct a one-story addition 9'X 17' at the rear of the house, remove existing pavers and relocated stairs to the side of the deck. Conventional septic system will be upgraded to a new I/A septic system. Remove existing tree near the driveway and preserve all other trees on the property. A silt fence will be installed around the site to ensure proper erosion control until the area is fully stabilized. Located: 320 Glenn Road, Southold. SCTM#78-2-21 Inspected by: Shannon Wright The CAC does Not Support the application because the proposed project does not meet the setback requirements in accordance with Ch. 275. 'dote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Hailey Jackson <hailey@islandwideengineering.com> Sent: Friday, November 1, 2024 2:51 PM To: Cantrell, Elizabeth Cc: Karol Carvajal;Jeffrey Patanjo Subject: RE:Anna Ten Napel; SCTM# 1000-78-2-21 Elizabeth, The dimensions of the deck are 13.6'x18'.Let me know if you need anything else. Hailey Jackson, E.I.T. Civil Site Engineer C:619-865-2018 Hailev@IslandwideEngineering.com ISLANDWIDEI LAND SURVEYING 280 Main St,Suite 1 Farmingdale, NY 11735 From: Karol Carvajal<karoI@ Isla ndwideengineering.com> Sent: Friday, November 1, 2024 2:43 PM To:Jeffrey Patanjo<Jeff@ Isla ndwideengineering.com>; Hailey Jackson<hailey@islandwideengineering.com> Cc: Karol Carvajal<karol@ Isla ndwideengineering.com> Subject: Fw:Anna Ten Nape[;SCTM#1000-78-2-21 Karol Carvajal Project Engineer C:516-707-4073 Karol Isla ndwideEneineerine.com ENGINEERING& ISLANDWIDE I LAND SURVEYING 280 Main Street,Suite 1 Farmingdale, NY 11735 1 From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Friday, November 1,2024 9:17 AM To: Karol Carvajal<karoI@ Isla ndwideenpineeringr.com> Subject: FW:Anna Ten Napel; SCTM#1000-78-2-21 You_don't oftenFget email from elizabethc@town.southold.nv.us. Learn why this is important _ As you are not answering your phone and you are not replying to my email I will use the measurement I scaled off on the survey of 13'x17'. You need to email me immediately if this is not correct. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Cantrell, Elizabeth Sent:Wednesday, October 30, 202410:13 AM To: 'karol@islandwideengineering.com'<karol@islandwideengineerinp,.com> Subject:Anna Ten Napel;SCTM#1000-78-2-21 Good Morning, I am reviewing your application referenced above for the Board of Trustees November 13, 2024 public hearing. As the deck stairs are proposed to be relocated, please provide me with the size of the current deck and if there is any other work being proposed to it(i.e. re-decking). This office does not have a permit for the deck so it needs to be added to the application in order to relocate the steps down. If you can email me this information as soon as possible it would be appreciated. If this application makes it onto the November 13,2024 public hearing date,the field inspections are on next Wednesday, November 61h to which the proposed addition needs to be staked out and posted by that morning. Once I receive the deck dimensions and any work, if proposed I will mail out the noticing packet to your office. If you have any question, please do not hesitate to contact me. Sincerely, ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 2 4� Glenn Goldsmith,President 1����son Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President p P.O.Box 1179 John M.Bredemeyer III Southold,New York j1971 Michael J.Domino �. -Telephone(631) 765-1892 Greg Williams ' ' _(631 765-6641 BOARD OF TOWN TRUSTEES SEE 11 TOWN OF SOUTHOLD This Section For Office Use Only OUUowil Board Hof TrOICI ustees Coastal Erosion PermitApplication. _ Wetland Permit.Application Administrative Permit Amendment(Transfer7Extension Received Application: << _ Received Fee:$J a4z Completed Application:, Incomplete: SEQRA Classification: Type I Type H Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessme t Form Sent: j,It �y *— CAC Referral•Sent: Date of Inspection: l Receipt,of CAC Report: Technical Review: _ Public Hearing Held: —Resolution: Owner(s)Legal Name of Property(as shown on Deed): Anna M Ten Napel _ Mailing Address: .1 Deepdale Dr, Rocky Point, NY 11778 .Phone Number: .631 335-9105 Suffolk County Tax Map Number: 1000- 078-02-21 Property Location: 820 Glenn Road, Southold, NY 11971 See location.Map (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): Islandwide Engineering&Land Surveying Go Karol Carvajal Mailing Address: 280 Main Street-Suite 1,Farmingdale, NY 11735 Phone Numben.516-707-4073 Email:karol@islandwideen ineering.com ISLANDWIDE I LAND SURV YING 280 Main Street-Suite 1,Farmingdale,NY 11735 August 27,2024 RE: 320 GLENN ROAD c/o ANNA M TEN MPEU 320 GLENN ROAD—SOUTHOLD,NY 11971 SCTM No.1000-078-02-21 PROJECT DESCRIPTION This project involves proposed 1 story addition'measuring 9'x17'at the rear of the house,removed existing paver and relocated stairs to the side of the deck.The current conventional septic system will be upgraded to a new low-nitrogen I/A system.This proposed-will,be-an infiltrator IM-1060 septic tank and septi-tech STAAR 0.5 I/A system with anti-buoyancy kit. and proposed 12",Infiltrator Quick 4 Plus-52LF,which will be installed in front of the house.We will remove the existing tree near the driveway but will preserve all other trees on the property.Additionally,a silt fence will be installed around the site to ensure proper erosion control until the area is fully stabilized. >arel of Trustees Applicat GENERAL DATA ,and Area(in square feet): 219557 SF Area Zoning: Res. Previous use of property; Res. Intended use of property: Res. Covenants and Restrictions on property?, ,� Yes No If"Yes",please provide a copy. Will this project require a Building,Permit as per Town Code? Yes ' El No If"Yes",,be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the.Zoning Board of Appeals? F✓ Yes =No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? MYes r�N0 Does the structure(s)on property have a valid Certificate of Occupancy? ,Yes=No Prior permits/approvals for site improvements: Agency Date Trustees No. 9641 FEBRUARY 12,2020 No prior permits/approvals for site;improvements. Has any permit/approval ever been revoked or suspended by a.governmental agency? ❑✓ No ❑ Yes If yes,provide explanation: Project Description(use attachments if necessary): See attached ':ardl of Trustees Applicati! WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: 2,184 _ square feet Percent coverage of lot: 10.13 % Closest distance between nearest existing structure and upland edge of wetlands: 93.7 feet Closest distance between nearest proposed structure and upland edge of wetlands: 80.7 feet Does the project involve excavation or filling? _No 0 Yes If yes,how much material will be excavated? 15 cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: 3 _feet Proposed slope throughout the area of operations: 1-10% Manner in which material will be removed or deposited: Excavator and skid steer Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Positive effect on wetlands due to upgraded" IA style sanitary system with reduced nitrogen outflow. Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency,attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 320 Glenn Road-Town of Southold Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Upgraded sanitary system with now I/A OWTS type system.Construct first floor addition with relocated stairs. Name of Applicant or Sponsor: Telephone:P 631-335-9105 Anna M Ten Napel E-Mail: m6appies@aol.com Address: 1 Deepdale Dr City/PO: State: Zip Code: Rocky Point NY 111778 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that FV] ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDEC,Town of Southold Trustees,and Town of Southold Building ❑ Department. 3. a.Total acreage of the site of the proposed action? 0.495 acres b.Total acreage to be physically disturbed? o.04o acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.495 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑Forest [] Agriculture ❑✓ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Fv� ❑ b. Consistent with the adopted comprehensive plan? ❑ Ft-/] ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ 0 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Goose Creek,Name:Peconic Bay and Environs,Reason:Signi icant coastal fish&wildiffe habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency-.Southold,Town of,Agency:Suffolk ❑ a County, ... NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? 21 ❑ b. Are public transportation services available at or near the site of the proposed action? a ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? ® ❑ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to.an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Upgrade sanitary system with new UA OWTS type system ❑✓ ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic"Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the ❑ State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? a R b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes identify the wetland or waterbody and extent of alterations in square feet or acres: __; Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑✓Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ r--� Northern Long-eared Sat,Ba... 16. Is the project site located in the 100-year flood plan? NO YES ❑ 1—j 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓, ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes,briefly describe: 18. Does the proposed action include-construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site'of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: Q ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: P-11 ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Anna M Ten Nape[ Date:08/27/2024 Signature: Title: ?r o Re✓ty d w►%ty PRINT FORM Page 3 of 3 EAF Mapper Summary R, rt N:t,__a r''3y,July 15,202411:00 AM Disclaimer. The EAF Mapper is a screening tool intended to assist t 4- 1•,, , project sponsors and reviewing agencies in preparing an environmental 7E:1-it?.23 assessment form(EAF).Not all questions asked in the EAF are :. -: " '•"' i answered by the EAF Mapper.Additional Information on any EAF ''17.0-=f4),4 -1 g j g question can be obtained by consulting the EAF Workbooks. Although $ fiq 19 7$ 112„ the EAF Mapper provides the most up-to-date digital data available to $ DEC,you may also need to contact local or other data sources in order 75.4-22.3 + :'.5 ?•;s S:'' a/i0rjne � _ — to obtain data not provided the Mapper.Digital data is not a '15:= 2 -T P by PP 4' E: t , substitute for agency determinations_ ryl -2-2 17877 • '-1 _l. _�"''.!'�v-�-R.,5-'"_ - �" � - • 3 iJ . F 23C arn€ iI•. _ A.I.h.. ".s..`�t�r`• . �t Ys.�";•l.»Y t $.-2� 78.L 710.-2-6N. 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':r£ sl''�r�: •t .� ;�7• .,�"•,;_— 4u.^y., er:m ,r1,,,.,: -.�rX'"r;,3',",:i"`•. >,.,.t:: - •.�.. ,�'�r:;c.* a ..My"% -:+:: `;`rr;4;'�i::'».,;, :1fk. •ief_,:is'�..��,t.: ..r � 'TS.2=15.2 .1.,�. :.:ar7• F:'1.: n, tey ,t a +Y d,r _'+' �`.1y:" •.:�,.�.�. .•rii?'3':,.!:Yryi...r....,�:��' +:,`r...,+,-r_,`�r°�,,;, t��:vi:�.�.,n,,)„�.�:rF�:e"ti:,•'"'.•z;._YY'n v: . j,i,"/" T' �7a_�Z'i.�'7U.:'L^L'-1•,; r ..1.:�✓':'tJ' .a �•' 1�.,.1._ :s,;" { Y.,•,.:i,.; r; 'i'-'=',Fµ 1� � �� 71.-2-1$.�4 °,,.an tan 1�c CC°:5ytsr ;E�ry4 iEpEF•:`tPI,;;L�� S"=ii;I~n11E3' P;� 11 _ r�' .�• ��. -'1 — .a -S • V...,:.- .'.!;e:!ic; �,,: i.::„':4: s.1:: xi •i�lv. ? q rr r`.� '� t�1 'tssri, VRiia t:r ,,,:tutt't;ii't'iNiiia` s vE' 1 's►t'4€wt:�' 'E +,t; 'S�"t,`tses:.�.sr'i H$RE-.�: rlr;`t•J,��S;t1�t;�it;�j�;tj���E�v���7'. `(v,..as�E>�1 �. ,y 3 � _ t;„•.'+v%i�+.l, �''11�+i<"> Sf�%:..:�i4..Yi, iY ,. — �`•''+. r f „q c r'k C4'.:e1f: t rE t o f ' ['-{y'. ,•,via t: 6-( •Rff} ri. :..£�'E517 i ila tCQe 11b"!",^ J ler,,., ¢_trrl p, t t.. €t- -' `"Yi '.i 'i ".>`. AeF St,•£aY�tt t' ur• f.. r . .� �-,�.4 �' •� ,��;�f•�s�-� �g;'r •:>,3s�`r:''��>�iri�t�;Esri;:til, E�'� ,�t�`:m:-�'�',:�K- f�PS 5:-.1-23' Part 1 /Question 7 [Critical Environmental Yes Area] _. _. - •� __..�_..._ :Part 1 /Question 7 Critical Environmental Name:Goose Creek,Name:Peconic Bay and Environs, Reason:Significant :Area-Identify] coastal fish&wildlife habitat, Reason:Protect public health,water,vegetation, &scenic beauty,Agency:Southold,Town of,Agency:Suffoik County, Date:3-9- `90, Date:7-12-88 :Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] _........ . . :Part 1 /Question 12b [Archeological Sites] `No Part 1 /Question 13a[Wetlands or Other -Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be oet . eeo :P art 1../Q--..�..,_..._.......___- ......._..,._:._... ... •... . . ..._...... . ._.... " . . _.,.. ....._. .....inc.:. .mpl. . . e Rfr t EAF_.... ..-. .. .:... . Workbook.....,..... ..,...,_...,.... .. ... .... , u es tion 15[Threatened or :Yes `Endangered Animal] Part 1 /Question 15[Threatened or Northern Long-eared Bat, Bald Eagle Endargered Animal-Name] 'Part 1•/Question 16[100 Year Flood Plain] �Y•es Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form- EAF Mapper Summary Report 1 7J Ord of Trustees Applicat:L,, AFFIDAVIT Anna M Ten Nape! BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO;THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN-THE MANNER SET FORTH IN THIS.APPLICATION. AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL'DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SA PERMIT(S); IF GRANTED. IN COMPLETING THIS AP ID APPLICATION,' I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY'TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I'FURTHER AUTHORIZE THE BOARD OF TRUSTEES,TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE 'COMPLIANCE WITH ANY CONDITION OF ANY WETLAND'OR'COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner ,. Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF ,20 BARBARA MORAN J �NOTARY PUBLIC-STATE OF NEW YORK No.01 MO6332145 Notary Public Qualified in Nassau County My Commission Expires 02=16.2028 ]-_,_—frd of Trustees Application.,,-/ AUTHORIZATION (Where the applicant is not the owner) I/We Anna M Ten Napel owners of the property identified as SCTM# 1000- 78-02-21 in the town of Southold New York,hereby authorizes Islandwide Engineering & Land Surveying to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS 3 DAY OF IS'-p i't _6 ,.20 J- BARBARA MORAN NOTARY PUBLIC-STATE OF NEW YORK No.01 M06337145 (S;alified in Nassau county Notary Public My Commission Expires 02-16-2028 r APPLICANT/AGENUREPRESENTATM TRANSACTIONAL DISCLOSURE FORI'i'I The Town of o thnlrt'e Code dEthics. ohibrt_U conflicts of interest on the Dart of tbwtr tiffieers and emoloyees.The gumose of this form is.to nrovsde information which.can alert the town of�ossfble contli[ct9 of ihterestand allow rt to.tape whatever actionas, necessary to av©id.sarne. YOUR NAME' Ten Napel Anne M (Last name,first name,.ipiddle initial,unless you are applying'in the name of someone else orotheren.tity,such as a company.If so,indicate the other, person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance 71 _ Building Variance _ Trustee Change of Zone Coastal Erosion Approval of plat _ Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business ioteresL"Business interean means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%oof the shares. YES NO _ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title br position of that person - Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _A)the owner of greater than 5%of the shares of the corporate stock of the applicant El (when the applicant is a corporation); m the legator beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this Hay of 202— Sipature -Print Name Form TS 1 f } Board of Trustees Applicatibn PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 120 Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ANNA M. TEN NAPEL SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a 9'x17' one-story addition onto the seaward side of the existing one- story dwelling with attached garage; remove existing paver pad and deck stairs, and relocate stairs on existing seaward ±13' x ±17' deck; abandon existing septic system and install a new I/A OWTS system landward of the dwelling; and remove one tree near the driveway. Located: 320 Glenn Road, Southold. SCTM# 1000-78-2-21 TIME & DATE OF PUBLIC HEARING: Wednesday, November 13, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review;the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will. be .evaluated as to its significant beneficial and adverse'effects upon the coastafgepa(which includes all of Southold Tovvnl. 3. if any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus..,each.answer must be..exnlaiued.m.detA..Ustinte..both.sunnorting-and non- Ingogiggg facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it-shall.notbe_undertaken. A copy of the LWRP is available in the following places: online at the'Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning.Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND"]PROPOSED ACTION scT1VI# 78 _02 _21 PROJECTNAME 320 Glenn fed - Town of Southold T�jN_ Nrpej The Application has been submitted to(check appropriate response): Town Board ❑ Planning BBoard❑l Building Dept. ❑ ]Board of Trustees ✓❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: See attached I-\V Location of action:320 Glenn Road,Southold,NY 11971 Site acreage:0..495 Present land use:Res. Present zoning classification:Res, 2. If an-application for the proposed action Chas been filed with the Town of Southold agency, the;following information shall be provided: (a) Name of applicant:Anna M Ten Napel (b) bailing address: 1 Deepdale Dr,Rocky Point,NY 11778 (c) Telephone number: Area Code 631-335-9105 (d) Application number,if any: Will the action be directly undertaken,regWre funding,or approval by a state or federal agency? Yes ❑✓ No❑ If yes,which state or federal agency?NYSDEc C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST.POLICY Policy 1. Foster a pattern of development in the Town of-Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See,LWRP Section III—Policies; Page 2 for evaluation criteria.' RYes ❑ No ❑ Not Applicable Project is consistent with neighboring area and makes beneficial use of coastal property. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III--Policies Pages 3 through b for evaluation criteria 0 Yes ❑ No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes❑ No❑✓ Not Applicable No f=ffect Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Project includes a proposed slit fence installation to reduce erosion effects. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes Cl No ❑Not Applicable Project provides new sanitary system that has a positive effect on wetlands due to upgraded IA style sanitary system with reduced nitrogen outflow. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑Yes [:]No ❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ® Yes ❑No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 8. Minimize environmental degradation' in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No a Not Applicable No Effect. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section M—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No Not Applicable No effect Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section 111--Policies; Pages 47 through 56 for evaluation criteria. ❑.Yes ,❑ No n Not Applicable No Effect. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No a Not Applicable No effect. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Not Applicable No Effect. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through►68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No Effect. PREPARED BY Karol Carvajal TITLE Agent DATE 08/27/24 ENGINEERING& ISLANDWIDE T LAND SURVEY]N G 280 Main Street-Suite 1,Farmingdale,NY 11735 September 10,2024 Town of Southold Trustees n�/ Town Hall Annex Building ® �Vf 54375 Rte.25 P.O.Box 1179 Southold,NY 11971 SEP,`1 1 RE: 320 GLENN ROAD C/O ANNA M TEN NAPEL 320 GLENN ROAD-SOUTHOLD Southold Town SCTM No.1000-078-02-21 Board of Trustees WETLANDS PERMIT APPLICATION Dear Trustees: We hereby submit the application package,three (3)copies of the proposed plans, stamped survey, photographs,and a check in the amount of$1,250.The purpose of the proposed project is for 1 story addition measuring 9'x17' at the rear of the house along the relocated stairs to the side of the deck and replacing the existing sanitary system with a new I/A Low-Nitrogen style system,which will be installed in front of the house. Based on the above,we respectfully request a Tidal Wetlands permit for the above referenced project.If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at Karol@islandwideengineering.com. Very truly yours, c Karol Carvajal Project Engineer